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a <br />_ --­- --------------------,I <br />END CLO-5URE5 IU- FOR INSIALLATIOPQVRE12 CONQRETE, <br />g <br />C C TEB OQD STRUCTURES;;V IF <br />I <br />SAFETY & E Z HANG STORM PANES 1) SYSTEMS <br />I <br />$ $ <br />._, <br />_$.POURED CONCRETE <br />$-- -'- - ` '(9 �R BLOCK <br />.� 2' a 7' 003' BIOS M-14 <br />i': VARIES $ - <br />y� T6L ALWA <br />5" Lv I ® 4OP <br />OU1RfD 6863E N10Y -. . <br />$ _-.. T 1/2'.. A** TAPCON ANGLE O ,2' D.C, , 3/a - <br />I <br />_ _ <br />Mh <br />POURED R 2'.*" . TE $�-% � ;!.a- <br />BLOCx 6A T'x4' wBOQ FRAME '. CONCRETEPOURED <br />ELOCKCONCRETE, $ I' 1/#`. x , 1/4' TMCLYI 2 I 2 - <br />REOWREA CAItC1i£TE BLOCK '1F1 /" ANC 6 12" O.C- / '! 1'r- <br />,� .. M <br />`A D R <br />T 4 wDOQ FRAME A iM.PRwEi f <br />RL'IlUOtEq 'd <br />N. <br />1 4 GAP <br />• ti p.f <br />A y $ <br />i <br />I <br />11 r <br />3 4 <br />Atn' PA%i $ <br />w T _. <br />T4 TERNAIE lEO IDE;ATXNs <br />MN, .CO' ANPJMR <br />11 EAl <br />W 12' B.C. $ !' A. 2 x A55' TB .. ... .. <br />.,, ,_..,,. ,�' .. VARIES ,.„ <br />f 2 x ¢ n ,0.45 Ct1H{T <br />T,1 a "emsZ "I d $ <br />SIC L Ki3H 4RA <br />I---.� <br />AA 4 <br />�. .s a. W. 9t$d SLAT :T3Ml' 3 PLTUN'EYl BNORETE. OONS:FEIT G <br />_ ALUM. <br />,' N M. BENT PLATE BLOCS OR 2'A4' WDpb FRAAff. <br />i, �,�" M") `1'' REOUlRF.6 <br />ICON! <br />$ <br />ALllMl AHDLE �._ 2Mtn2^ 1: MRk.- $ 1J4A *�<, _ lh' <br />-i,a..w.sss <br />--s+. �. ..w ,.{ M.x GAP yY-.�✓J. <br />1 rN,4 OR BITE]- 4LLQY <br />4 t2' &- 3 9 @ a <br />W / AI7 14CKt innthem AANCtE <br />CASE A (PLAN) CASE B (PLAN) SASE C (PLAN) CASE �PLAN� <br />I <br />$CAL£ i/4"=1' SCALE 1/4-�I" SCALE 1/4"=1SCALE 1/4- -1 <br />--__.. B 2... $ SolD-SET OR CAUSER! <br />OR Ell PANEUMTE <br />9-:\ _. _- !` R MMU' _. IRaceo nM AI"T ;. IE Og 'S <br />.4 1 0 ( <br />r F'�U9Eb nMORfT a <br />X I -5 l� 'x4' - SCEs OPEiAMC ON 5lRELTS S <br />- OVERLAP PANEL 2,.e WO BLOCK ffit -'"`M1. VARIES- T &. �'k/ FRAME REWWEB AS APPLICABLE 1 �� <br />OVEH,AP BEYONQ ) WCbo FRAME MmA ! <br />I <br />REO. x <br />iWD'NRNC W6E?'tk0 PARED CONCtdi7E. CONFR RFVsraiED $ / •) $., e n ] '� .LLL. _ 4 " <br />ME <br />x'.k4' WCOQ FRAME $ E.... 4 11 I FA" i <br />* Rk".kU ;w,, $ ,' $ H N£.r:. r <br />J.ANCHORED �Mcw al <br />{,)REAR <br />A FL/A FLANGES PARM3f3. TO <br />5 M.$ <br />$ ,11 WALL (N6VFP CUT END PANEL) <br />iX 9,6._IRSTaHGE 'i' $ <br />���'"%' �x <br />$ <br />dJ <br />,. _ `I n —a, ,—.- ----_--J CASE G PLAN) <br />'J <br />'/e .7. r"'L11RNAnUff„/�, <br />#' UE <br />-'' "`'` SCALE 1/4"=E' <br />:............ <br />/% -.e 1/.•r-m (f h <br />LP04NaF BtA, a LOG, % i <br />1T T Y / . V �ii LAUD F DIRECT HOUR INSTALLATION ONLY & OR fCT ALL* 0 <br />.A.. at �.` �:' >�\GEMS..4 �, <br />it � CERifFIFG PANEL INSTALLATION AT WALLS WJ <br />_ :. ND. 44167 •, SURFACE LEVEL VARA-,MNS WITHIN 3/4- <br />�' , * : * a FLORIDA BUILDING CODE (Nan High Velocity Hurricane Zane <br />CASE E (PLAN) CASE F PLAN) 3 F .-I - e�maa rknco. AC F.P. <br />SCALE 1/4--l- SCALE 1/4'=t` %�O.r'• . ORION "I.- ��r= 24 GAGE GALVANIZED STEEL STORM PANEL Itt <br />J IL E C O ``•, GLOBAL PROTECTION PRODUCTS, LLC. nett, <br />f <br />' 1Nt I �al <br />/.. _-,_ EMc t <br />1 iiaJ'"Las:'OA jHAtt TESnkO�. O4aIREER1Na COMPANY +E4. �?15! e21 <br />20-175 <br />/ PA... f3"1 s>,_I- a CAAN in - Fl�tONE: LeSs)1Y1�-no, TM:. (6 )OU-W.7 <br />a 'valWaw- VAtI NP; <br />PE. SE'ALIWWA-'REJDA1E CA-CO4671. a.r — RAW. erveWna, <br />WALTER A. TAUT 44 Pk- ,T"kA... fAn SUEIT 9 L4' 1e <br />kn 14t <br />TCORRESPONDING <br />SCHEDULE F9R R SIQR PANEL C INSIALLAIJONS <br />(VAUD ONLY FOR PANEL t)[NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) <br />MO. AS.D. <br />DESIGN <br />P PAT I F . <br />(P.,.I_) <br />MAXIMUM ANCHORS :SPACING FOR E.D, - AS SHOWN ON SHEETS 6 & 7 <br />APPLICABLE.' <br />DNA <br />CPlkt& <br />OF NJY THEM <br />MAXIMUM <br />LENGTH PANEL <br />i <br />it%,) <br />TAPCON <br />LACE SCREW <br />PANELMATF <br />FEUALE ICI <br />PANELMAIE <br />PLUS <br />WOOD SLASHING <br />T3• <br />13, <br />13, <br />13' <br />73" <br />1W (TOP) <br />13' <br />13` <br />13' <br />13` <br />13` <br />1W (BOTTOM) <br />_- <br />6 i 3' <br />/ <br />- e <br />6 t^ 2 - <br />6 L 2' � <br />/ <br />__ <br />6 1 2` <br />I <br />6 r= <br />.OP <br />(TOP) <br />d _ <br />6 <br />_- 72 t/2' <br />—6 i/s' <br />(BOrt •) <br />"'-w <br />OR <br />-- <br />S` <br />­1. <br />.- <br />9' - <br />R" <br />_ - __ <br />(T✓X'}�-- <br />SW (80TTiMI <br />LESS <br />----w---- <br />-----w-- <br />_- _ <br />,3 <br />_ a __ _ <br />13� <br />-- B <br />^-t3• <br />S _ <br />_ <br />13 <br />_ <br />t.i` <br />I <br />(T ) <br />+ -45 <br />45, <br />OR <br />LESS <br />_ _ <br />13 <br />1 <br />13' <br />13 <br />t 3 <br />W <br />4 BDTfOY <br />{ ) <br />3 <br />3 <br />8 1/2. <br />W TOP <br />_ <br />- E3' <br />- 13'-_ <br />—73" <br />13 ~__ <br />8" <br />IN (60'1TGM) <br />6 1/2" <br />_ <br />t/2'� <br />___ <br />6 1/2` <br />_ <br />6 9/2- <br />6 ,/2` <br />(TOP) <br />_ <br />_a <br />.._ <br />_ <br />b 1 / 4 <br />�1 <br />1 2' <br />_z I <br />_ <br />6 J 4' <br />(BQiT ) <br />TS,-0" <br />4 /20..._ <br />` <br />/ <br />4 <br />7._..... <br />I <br />75 112E _ <br />7 <br />6 #J2 <br />!-."_ <br />...-__ <br />W (TOP) <br />3W Mj <br />14''-4" <br />__ - <br />10 i 2` <br />J <br />_ <br />9 7 a" <br />r <br />_ <br />2 <br />_ _ <br />I T <br />_ <br />4" <br />W (I--) <br />5r <br />- <br />13� <br />._. <br />M19 <br />_ - <br />�_ 73 <br />7 aw <br />8 J <br />+W tt_ <br />{Bp pM) <br />•. P LENGTHS W SPACER 9: 15 <br />T t FOR MAX.A.S.D.A .D. DESIGN LOADS & MAX PANEL t'�N <br />SEE ABLE � At47( 5 <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />MAX. A.SD, <br />MAXIMUM ANCHORS SPACING FOR ED, - AS SHOWN ON SH}k"1S 6 & 7 <br />.. <br />APPLMA.BLF <br />MAFrMUM <br />DESIGN <br />ALTER1 <br />PANFE <br />TAPCON <br />LAG SCREW <br />PANELM"ATE <br />FEMALE ID <br />PANFLMATE <br />PLUS <br />WOOD BUSHING <br />PRESSURE <br />8 & ANY <br />LENGTH <br />(D.Zu <br />OC�ttttATION <br />(H.) <br />Ir <br />lr <br />13, <br />13" <br />13, <br />-- <br />IN (TOP) <br />13` <br />i3:_. <br />_-13' <br />lr <br />8" <br />,W (Burrow) <br />6 t 2` <br />J <br />b 1 +' <br />/- <br />6 1 2' <br />1 <br />, <br />5- a <br />1 - <br />6 2 T <br />I <br />w OP <br />0 ) <br />- <br />- <br />_ <br />- 6 If4" <br />12 1/"` <br />is 1/4- <br />`---- <br />2w (90n.) <br />5'-0` <br />-`-- - <br />7" _ <br />_-_ - <br />T ,/Y <br />8 <br />__ __... <br />------W- - - <br />8` <br />_. _- <br />_.-.. <br />- <br />---__.. <br />SW (TOP) <br />OR <br />LESS <br />_�5 <br />_ e— _ <br />- <br />3W (BOTTOM) <br />_ <br />7 1J2" <br />B <br />a' <br />13" <br />1 3 <br />I 3 <br />93 <br />3 <br />W fRTF) <br />-4 <br />445, 5 <br />13' <br />1 3 <br />._-- <br />1 3 <br />- <br />5 3 <br />_ <br />yl <br />13 <br />_ _ <br />WITT4 <br />W M <br />( ) <br />TO <br />t75 -75 <br />• <br />I3' <br />3 <br />3 <br />13To*_ <br />W UP ) <br />13' <br />_._ T3__ <br />13" -_ <br />_-IS LL <br />65 %4' <br />iw (BOTTOM) <br />._- <br />61J2• <br />-a /2' 4 <br />._ b If2` _, <br />.6 't2 LL. <br />_ B n <br />­ <br />2w (TOP) <br />6 7 4 <br />/ <br />2 1 I <br />6 1 4" <br />t <br />I107T.* <br />( ) <br />4 7 ' <br />___ <br />_ 12 <br />_.. <br />" <br />_ 7 i <br />_ _gf2, _.,_. <br />.v _ <br />SW TOP _ <br />TO <br />4"f_._� <br />5 1/2"_._,.. <br />aJ <br />`_._.. <br />3W (rT60M1. <br />_ <br />; .w <br />/ <br />_. _ <br />AS r0p) <br />-_._. )J' .." <br />_.13 <br />�. 13 _._-_ <br />85'�_ <br />�To' ._ <br />4W (9}TT{NN) <br />P IS <br />' SEE TABLE 1 FOR MAX, AS.D. DESIGN LOADS & VAX, PANEL LENGTHS WHEN SPACER <br />USED. CORRESPONDING ONLY T U 0 ALTERNATE 2W' ON SHEET I, <br />TABLE_#I <br />A <br />A.S.D. OEM LOAD <br />MAXIMUM <br />LENGTH <br />40 PSF OR LESS <br />B'-S. -. <br />> 40 PSF TO 50 PSF <br />6'-2- <br />> 50 PSF TO 60 PSF <br />W-10` <br />6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE FEMALE ID OR PANEL MATE PLUS <br />ANCHORS & W/ (p SPI(\p6IiNj M4& 1/2' O,C, <br />INSTALLATION DETAILS FOR LIFE SAFELY P NEL 6) <br />INTO POURED CONCRETE OR CONCRETE MCK STRUCTURES <br />1/4`0 TAPCON EXLSnNG POURED 1/4'o TAPCON ,__ WSTING POURED <br />ANCHOR O 9* D.C. .... CONCRETE OR ANCHOR 9 9 0 C CONCRETE OR <br />CONCRETE BLOCK 4/A�q <br />COOC{( REQUIRED.RE1(pI ! <br />' 1/2- , F1/4_ 1 if2' 1t/#.I..-___---- uak.. _.. .. _. <br />... <br />4'4- t' <br />E7 m"IiG-y • ! T[ 3` aDtis w 1 <br />'CLASS A +.;.. , _I ATeA�AIFRM" <br />V g <br /># # I Ux4PN offs 7 s <br />A I <br />u I f <br />IT I PANEL LENGTH <br />W <br />If-_. - .SEE ELEVAIN N <br />B ,' M11 - 1 ON 3HF'EF !2) <br />R" aEPARAi10N I <br />B TO GUSH <br />0 <br />0^'-SEPARAIDON I I* mi,.._ <br />B TO GLASS, W !!! $ tf.Y_A.s1' <br />I ... V, d ] AT U, aia w 1 <br />9 A 7 <br />R i I <br />B <br />{ <br />`L' MAX. <br />V i <br />qq <br />. °.--V' A y. _ 6' PANEL LENGTH <br />B I (SEE ELEVATK]N <br />( _ I ON SKEET 12) <br />B <br />IT # 4 1 <br />: I i ; ,�. j 1 1✓2 Mw <br />11 <br />1 I <br />I E 6 <br />r7n5'OhG POUR©' E D• I ! EXISTING POURED I Q <br />_ I __ <br />CGNT:RLTE OR <br />_ COiaCRETE OR ,i_ i�7^' <br />CONCRETE i Y. CONCRETE BLOCK 'C..� <br />REQUIRED. BLOCK y 1 a is rft ac REQUIRED. -.)/: G"' I laEYula! <br />f <br />F I- - ___.__. _. ____ <br />f..; <br />f, <br />(.'SEMQN _ <br />30 <br />Ile* PANELMATE PLUS �. I i/4*A PFNELMATE Aid - - <br />ANCHOR OU 12 1/a` OG 0 U&MLS ANCHOR (BEYOND) <br />WALL MOUNTINGS <br />SEE SHEETS 13 4% 16 FOR ANCHORS TYPE & SPACING FOR SCALE 31it-O" <br />MSTAUATXNNS OTC WORD FRAME RUCDM46. <br />MMIWIM ANCHOR SPACINGS MO Wl EDL'i DISTANCE <br />ARE INDICATED ON THIS SCHEDULL FOR &D. LESS THAN <br />MOICATED ON SCHEDULE REMCE ANCHOR SPACING BY <br />MULTIPLYING SZ1,10 SHOWN ON SCMED IL. BY THE <br />FOLLOWING FACTORS. FOR NS OPERVIOV TO BE POSSIBLE. <br />REDUCED SW04G 06tAI ED DSING PACTOR's3Nlt Nor BE <br />LE55 THAN M IONAA SPACING LNQMM FOR EACH A1C.ti0i A (LLri7LLn1tN-�Na ie h <br />TYPE ON THIS SCHEDULE A I <br />1, �qEP tt/T <br />1 /L•A 1/4'. ••. <br />ANCHOR TIPS --P:icuutE �r1�P''•,,\DENS, �;�5?'s <br />MwBM1lM. AMOtlt 91*4910 OA.) 1 1 k <br />aA"•Atlw xaQ � Ill 3 3 - - —0 riJECb. INC <br />*, *.=- <br />.at/AWFRn.I Da"w I!;>tl MJ 3 3 i/2 - Tk - <br />AL1MN.ma DEma ow FAC10R S 'a 57ATE D ='I- <br />I , 8.3s �:�0`'•. FCO It111(�. E C O <br />_.._ �- _- ---_._-_ _.... y.c R_ �F <br />"'Oatr A,1111i1111' TESTING x ' i �.Nw. aaA. P_ .*. M Wawa. a <br />9,a1 "AI ...." Pena : Lw+t nt-+am Fs ' (X <br />__.�____. _.__..__......,_ ..-...._._._.. .. ,/IA/NNINNIIAAs•nwL ssA,sa" <br />3 , x' - PE SAVlIOINTI'RE/6ME _ Ir Ct- ll 111 I <br />EQR REGIILeR ? RM PANEL I INSTALL4TIQ SIy.._ INTCO Q_.CONCRETE BLOCK SIBUG USES <br />(VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) <br />MAX. A.S.D. <br />DESIGNPANELMATE <br />PRESSURE <br />RATNG <br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW <br />'NPLICJ•B <br />70 P <br />& ANY <br />tAA>G'MUM <br />LENGTH <br />%' <br />t <br />( I <br />Ma%, AS,D. <br />PRESSURE <br />RATING <br />.a.F: <br />tP )I <br />MAXIIkUM ANCHORS SPA(3kG FOR MRi Ed). PER SCHEDULE SELOIN <br />APPLACASIX <br />TO <br />& Y <br />1X)N�NATroINcONIRFATtar <br />DF THEM <br />MA%I9AUM <br />NIIEL <br />LHEH7- GTH <br />1. <br />((P.5.1,) n.I <br />TAPCON <br />SOUD-SET <br />FEMALE IQ <br />PANELMATE <br />PLUS <br />ZAVAC_NARIN <br />CALK-tN <br />TAPCON <br />SOUO-SET <br />PDESIGNANEL"'rE <br />FEMALE t0 <br />PANO.MATE <br />P'� <br />ZAMAC_NMUN <br />CALX-IN <br />m m <br />���yA�- <br />i�_ _. <br />m <br />m <br />CONCRFIE <br />m <br />m TD <br />1 <br />O <br />ro <br />p- THEM <br />ro <br />am <br />To <br />09KR"tE <br />mr,-,�T- <br />tD ,.m <br />lE <br />mNFfQ1E <br />fANUAETE <br />ro <br />p0� <br />to <br />LESS <br />13' 1 ,3' <br />' , 13' <br />ISt <br />:. <br />I 13 <br />t3' _ 13' <br />-- - <br />i." <br />1 tJ" <br />a e <br />a "� "�' <br />-}5 <br />13 ` 13 <br />.._._... 3._._,._.. <br />Iy <br />13' 1 r <br />_,_�-., ._._..__. <br />1 - <br />,3' <br />1 ' <br />3- <br />_' <br />13 <br />73' <br />i 3 <br />i 1 't <br />? 2 <br />J <br />B <br />B_ <br />73 <br />_,.... ._ <br />13' <br />_.-.__ <br />1 <br />6 4 <br />/ <br />i3' <br />13' <br />. _. <br />it <br />_._. <br />, ' <br />3 <br />13' <br />2 1 2' <br />/ <br />B <br />13 <br />_..I-3'__ <br />13' ..' <br />bi 4' <br />J <br />13' <br />13" <br />13 <br />t 3 <br />73' <br />- <br />fi 1 J A <br />a <br />a <br />13 ._ <br />i 3" <br />6 I/A'- <br />61 / <br />it <br />13` <br />`__" <br />13 <br />tr <br />_ <br />T r <br />b Ile <br />/ <br />a <br />73 <br />_ __ <br />i 3 <br />.-,_14* <br />8 I <br />73° T3' <br />13' 7 it <br />° a.., <br />,3 1 13 _. <br />3' � T3' <br />t3" Y3' <br />'9 <br />1 1 to Ta° <br />2 a <br />J f <br />B B <br />a <br />+3 { 13 : <br />_.__ . s_.-__ _. <br />it 93' <br />i <br />--M__�.._..._. <br />13' ±3" <br />idT` i3` <br />.»' <br />13 I .3 <br />_.__.._.,...�. <br />1' t' <br />1 3 <br />13" t3` <br />} <br />B 8 <br />B <br />iS ,3" <br />.-, _-.-.-_.,-._ <br />! <br />t ' <br />T3' 3 <br />-_ _.' _,_-._ <br />73' <br />iS' <br />13 <br />S 3 <br />13' <br />8.1 A <br />/ <br />e <br />) <br />Ti, <br />_..._ <br />13` <br />__.. <br />I <br />i 73` <br />t3' <br />I T3 <br />1 3 <br />i3 ' <br />B 9 4' <br />f <br />7# / 2 <br />13 <br />_--- <br />" <br />- 13 <br />__. _ <br />J <br />t (TOP) <br />1 (BOTTOM) <br />a (TOP) <br />-..a.1 <br />2 } <br />( <br />3 �) <br />3 D(7T7OM' ) <br />( <br />4 rt- <br />OF <br />(t ) <br />4 IiOTTCRA <br />r ) <br />P <br />{TO } <br />..__..,,TTOM). <br />5 (BOTTOM) <br />6 OP <br />(T ) <br />,._,_.,...w_.._ <br />)' <br />G <br />OR <br />LESS <br />5 5 <br />IQ <br />.III -BSI <br />13' <br />13" <br />' 13' <br />13` <br />13' <br />13' <br />1 13, <br />13' <br />T3' 11* <br />t;{°t3" <br />/3 <br />77 <br />IJ <br />13 <br />73• <br />73' <br />11, ij2 <br />.11 If2 <br />I (T(iP) <br />i (BDT'SE t) <br />5. B,. <br />OR <br />Il <br />, <br />13 <br />i 3 <br />13 <br />lr1 <br />13 <br />3 <br />`:'_ <br />13i3T3FS <br />t3'tr <br />• <br />t3't1" <br />. <br />_ <br />i J <br />17 <br />1i 1 2f3 <br />f��., <br />T j <br />2 BDTREOSROHi <br />( <br />t <br />-Y "9 <br />Ta 2 <br />/. <br />1 <br />t' <br />a 2 <br />J <br />Ir <br />6 1 6 " <br />4 i L <br />% f <br />�>�_ <br />13' <br />t t "tT i <br />a a a <br />/ / <br />...... ,_ <br />J <br />f <br />11' <br />_._ _ <br />" <br />6 7 4* <br />J <br />u 1 a <br />6 I +' <br />J <br />3 (i os+.. <br />3 (BQTTaM1 <br />B <br />B <br />TS <br />_-,._..... <br />i.« <br />i3 <br />5 f 2 <br />/ <br />I 3 <br />_._. ,.. <br />13" <br />IS <br />@ <br />a <br />t 3 <br />_ .__ <br />13' <br />13 <br />1 �' <br />e <br />YT <br />13" <br />13 <br />6 t A" <br />B B f a <br />J <br />B` <br />t " t <br />3 <br />._i3' �73'�. <br />t3 .3 <br />4• Y L' <br />a <br />8 1 7 <br />�.. <br />7 t " <br />8 /2 <br />8 T <br />T3 TS _ <br />- - <br />Tr '' T3" <br />t <br />13 3 <br />8 <br />8 <br />, 3 __ <br />3 <br />t J <br />b <br />M13" <br />.�. <br />3 <br />1. 3 <br />I ' <br />8 <br />R <br />Y3 <br />._ <br />a <br />f3 <br />13 <br />B 1 4 <br />3 <br />�4 <br />1i725 <br />/ <br />'�"` <br />11 1 2 <br />/ <br />1 1 2 <br />✓ <br />8 + <br />4 (SDP) <br />80 <br />C TT¢3� <br />iH* <br />(T ) _ <br />_.- <br />5 BOTTOM- <br />{ <br />6 {Ti#f _ <br />6 @OTT:'• <br />Ir 5" <br />Ir <br />10 1/2 <br />137 <br />Ir <br />13' 7' <br />7 1./2 5 i/2 <br />13' <br />4 1/2" <br />1 (TOP <br />._�3� <br />i 3" <br />_8' <br />7 a <br />S J <br />iJ�. <br />13' <br />13'.. <br />it <br />13' 6 1/2' <br />Is D43. <br />IS" :8 1/2' <br />3 14" <br />9 1/2' <br />i <br />8 112` <br />8' <br />13" <br />13" <br />5 ,/2" <br />/2 <br />i (TOO)_ <br />(> ). <br />La I 7" <br />1 i 5' <br />TS` - T' <br />r <br />i3_' <br />13' T-1-- <br />3 <br />10 1/2 <br />J. <br />__ <br />13' <br />73' <br />_ t <br />9 2 <br />J <br />7' <br />8 1/2 <br />1 9 T 2 <br />13 I T <br />,3` 9 I <br />I 7 i­ <br />1d Y 2 <br />7 t/a' S I/2 <br />10 Eft 7 /2 <br />Sv <br />3T1+ <br />13' - <br />6' <br />FF <br />+j2' <br />6 1/2` <br />t BO <br />a (TOP) <br />2 (BOTTOM) <br />tE i <br />6' <br />13' <br />13' <br />8 5fY' <br />13' '8 7J2' <br />i <br />9 /�8 <br />1 Ja <br />13' <br />i <br />15 /2" <br />�. <br />2 {T l <br />Ir <br />] 1/2' <br />t3",_ <br />IS' <br />)r <br />1r _ To' <br />13' I IQ" <br />_Itv <br />a" <br />_ <br />-13, t3' <br />.ij2 <br />2 (607TOM) <br />I , 7' <br />13" <br />13'- <br />t1' <br />: 9 1/2 <br />13` ` 9 F/2 <br />,0 T/a; J '/2 <br />•3` <br />6 1/2' <br />3 (TOP) <br />B'-6' <br />TD <br />4'-4' <br />SS -e` <br />TO <br />9'-6' <br />13' <br />7 1/27 <br />13 <br />IF <br />13' 10' <br />IS` tO" <br />71' <br />8' <br />,3' <br />16 1/2' <br />3 (Tqr) <br />---- -� <br />12 1/2 <br />12 I/T <br />6 I. <br />a if4• <br />i2 if2')5 7/4" <br />- -- <br />¢ t/4' <br />6 If4'.3 <br />(BOTTOAS) <br />/ <br />8- <br />13' <br />I <br />_ <br />a I/2" <br />to IfT'T2 <br />B• <br />13, <br />ij2 <br />13` <br />6 tJ4'18 if4'. <br />_ <br />'t3' ,0" <br />t2 if2'12 1J2 <br />a, <br />tr 1 ip` <br />5 IJa}�-_ <br />!1-i-8= <br />- <br />8 1/a',6 <br />7 7!2'�` <br />1j4. <br />B t/2"§trap) <br />3 (I TTE4#) <br />L <br />,— <br />($Ot'OM) <br />. <br />]' I r <br />-___P"'. <br />13 1 1. <br />Y <br />T34-1 <br />r S' <br />8' <br />tr <br />i3" <br />" <br />- <br />5 2 <br />/ <br />_ <br />Sr <br />13' <br />- <br />, 1 2' <br />/ - <br />- <br />T <br />11 <br />t3`- <br />- <br />- <br />3 2 <br />I <br />_ <br />tf1' <br />9 1/2' <br />_ <br />a <br />--_"_.y�"i`/2' <br />13' 9 1/2- <br />1I- 19 tr2' <br />I 7" <br />/. 3`1/13' <br />O tfT'g71/2° <br />10 tJ;t' 7 t/_a' <br />�2" <br />7 1 5 <br />- <br />i lja' <br />13" <br />_[3' <br />- <br />13' <br />6 I <br />9• <br />(TLW) <br />4 (BGTttNd) <br />8 {TOP) <br />�—,86--, <br />13" <br />IS'- <br />8 1/a' <br />6' <br />7Y <br />T3' <br />B i i* <br />13° <br />it <br />B i 4• <br />i3'� ?4" <br />H. <br />T3• I¢ 12' <br />_ I <br />a i' d"6 t `4" <br />13' ,0' <br />13" B t 2 <br />/ <br />1,' <br />9 t/2 <br />-_. <br />e' <br />6 t/2' <br />5 _ <br />t - <br />-13` <br />tr <br />_ 7J" <br />6 1 s' <br />6 1/2` <br />-5 1j2' <br />6 i 4• <br />f <br />5 {@a7S0ed] <br />8 (STEP) <br />8f}Tt-a' <br />8 <br />SEE !MELT 11 FOR ANCHORS TYPE & SPACING FOR NvALLATORS aMia Wow FRAME: BtNL.8Ai <br /># Will ANL140R SPACINGS AND MIRMUM EQOE DISTANCE ARE ,Hbn"A1TED ON THIS SCHEDULEBOA f 0 <br />LE$F THAN *RAON BCHGDULE INDUCE ANCHOR $7wN4 SY MULT yINI, sPADMG SHOWN ON <br />RCHEOOLC BYTHE FOU.CAl FACTORS. FOR Tit& opmTIDa TO BE possilRE, REoucal spAC1NQ <br />u uum usl FACTO* s7 " NOT of LESS nil AMNNUM SPAGNG ,NoCICIEo cop w* ANCHOR TYPE <br />ON THIS SCHEDULE <br />1/+. <br />1 +' <br />r A <br />14'• <br />/ <br />4' <br />/ a <br />a <br />/ • <br />f 4" r <br />ANCHOR TYPE <br />LIPC1Mi <br />-Sit <br />Aw"NEMI a <br />PA'fOMiFE' PUZ <br />�„�y <br />CAINrW <br />M7TOMK311 ANCHOR $PACM (1) <br />3 <br />3 <br />3 <br />3'/2^ <br />2 1/2 <br />A9kaMtWA @,) <br />3 <br />3 ,Jr <br />]' <br />3 7J2' <br />DISTANCE,mm) ilA%DA <br />3 -� <br />31/x` <br />3 tjY' <br />--3 TJ} <br />3 t/1' <br />ACSlM. $DCE DISV4= (E.O.) <br />FACTCIR <br />I I/r <br />I— ------ ___.. <br />_---- <br />--- <br />_ _ <br />__._.-..�-'---- <br />_ <br />---..__..... <br />_ <br />.. <br />2'Ir <br />3- <br />3 I <br />os5 <br />a.o <br />oso <br />a» <br />- - <br />- t90 <br />S,lib - <br />- <br />- <br />5 W <br />osa <br />BOB <br />I ,A. <br />- SPACINGS ONLY VALID WHEN SPACER B I5 USED. SEE WLE 01 FOR MA'(, AS-D. <br />DESIGN LOADS & MAX, PANEL WHEN SPACER F6 IS USED, <br />AS.D. DESIGN LOAD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'-B" <br />> 40•PSF TO 50 PSF <br />6•-2- <br />? 50 PSF TO 60 P 0 F <br />5 <br />1 5-10" <br />A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' D.C. <br />FLORIDA BUILDING CODE (Non I- <br />- - _. _. _ _. -. . __ .___.- ._._.__.ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 11 14, 15 &I 61--- -.- _-.-_—.-.- .-. <br />3" t' R-1A/13, R-2A/13, R•-3AJ14, R-iB/L3. R-28/13, R-3B/14. 3' MAX.'. <br />D"w�} : I, MIN- R-IAill R-2AW/15, R-3AW/96. R-1BW/i5, R-29Wf15, R-38Wfi6. '- =-� <br />V Of ti/ <br />0 1 a a^t, v 0 CO <br />T <br />I l , 1 3 } 1 I I [ ! ,i <br />o I i i `:: 4. I <br />C I <br />r 1 i <br />1 I I i f 1 i I I i II Lie <br />! I 1 1/4"e-20X1" S.S. 8QL1-s W,@ �. ; I IV <br />")`S: <br />(USE FOR PANEL. LENOT14 :. MAX_ <br />1 � / OVER V-6') \ (7) I PANEL LENGTH, <br />jjjj{ <br />/ i <br />.. REGULAR STORM PANEL. . REGULAR STORM PANEL - 6'"8' 0 +40.0, -40A ;, f. <br />I I I , 'I, <br />_ (W/ OVERLAP Al PANEL LEMON BOLT) <br />I <br />i .,�___. __. ____. ____ _. ______I _.._ IT ,__ __.____________ _ <br />1 jj I <br />U E SAFETY STOP EL P. <br />f. N PAN D, EL <br />(W/0 OVERLAP MO PANEL LPJNGNif. &XP <br />II pj ,II- <br />hl t-- - - A :' l�E 2'-a" MIN. PANEL. LENGTH <br />3 ALL 4IOLNNTMGS <br />` v! I t 2 , r A <br />s.. BatTs W 7 s {{ <br />AT w vFRl.arY` I <br />Q 1 <br />I I <br />: I � - <br />i - -­­, <br />I ;' 4 I L! <br />a-',. ." l <br />I <br />a <br />- ­­ 11 - I - � -- 1, ,� ­­­­.­­ ­.­­-­1­ - - - �. I -1, � ­ - - I", 11-1 I � ­1 -1-11.1 I , I 1. . , ­­­­], i <br />1_ ... _ _ .._.. __ _. ., I I I....., ,. I <br />f ZO NOTCHES aT 5n3O I (( TI N d I L6CA O LIFE SaFEYY <br />PANEL L BOTTOM ep*NERs , , <br />, E $J '7 <br />kk e i ( <br />I I 1 <br />D.Mi., A , <br />.._-OVERttP--OVFR#hP-- <br />ar 4 ' T A WING NUT A-_ _ _ WING NUT t <br />-Bo -yq� L,fU PANEL � � � �- -RIGHT PANEL a`j4al[. 'I' INSTALLATIONS ONLY VALID FOR 'WIND <br />.I' MAN. R-1A/13e Ill, R-3A/14, R-16/13, Ill R-38/14, 1li : SPEED UP TO 170 m..P.h. <br />R-1AINI R-2AW/15, R-3AW/16. R-19W/15, R-211l R-39W/16. <br />I <br />_- -.. _...--.-.... . ---..--- -_-ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 1A, 15 8,16)_,.. - <br />{#" MAX. GAP <br />LIFE SAFETY STQRM PANEL C1 � ELEVATION (f) '`- <br />x ,.. SCALE 1/4--7' <br />t 2.aH7"REGULAR I <br />STORMM PANEL {MI ' t W4[k,E VALL"`) � STORM PANEL " <br />`u < r. Z`.u�'•.„y � -. Z:e%"'0143NN It+,iJ _ 2 c.. aa__ <br />4,1 Ir <br />Io <br />Ma<. OAP t� { . 11 I'll, <br />.__________ ____._ 4a _ .- <br />OVER ATtC t I._________-. _..__-_ ___ _., _ _ _. __7-\-/-� <br />-10 <br />LIFE SAFELY PANEL = "o ­13, ..W TF z FLORIDA BUILDING CODE Non High Velocity Hurricane Zon. <br />. AF TgIXEc". Mac. A FA <br />EXIERIOR" �" 1ORIDh 4N+ 24 CAGE GALVANIZED STEEL STORM PANEL OMWN HY <br />,"j...-i"��.-�E C �}.$fi. 1 GLOBAL PROTECTION PRODUCTS, LLC. p9f;;�0'° <br />�'• H,' <br />J�` CTIt}N A -A v n ltr T'fu�'F5N4 . ENOQfElBRl6 CDMHRANY AM S.W. 51 STREET <br />�.�f Sec N_.c v' a .Nam .-Y }MAIL FL MI4 <br />SCALE 1 /4 = I' i t i `2 • . (.0 A �L�1 - AICw- (05A)VU 646. FOX: (W)INA 7 2G-175 <br />f - <br />CA-00m,9 ,mows ,oWWr _ CRAMITNG.. <br />P.E. SMlSIONTURE/5DT WATER A 7511T 1, P.E tt-,Af �. giC{T 11 aM 14 <br />a 4+faT <br />INSIALLATION DETAILS FOR LIFE <br />INTO WO STRUCTURES <br />- - {{��,,�� I <br />WOOD HEADER + WOOD HEADER y .. I(}I hJOO XEA9ER j - WOOD REAM <br />. ,. _ ._. -__ __ _q _ ._ _ _ <br />7'- REWIRED :1 REQUIRED "i .-T`tfryUS-ED .; _ itEOUME, <br />,... ij4'0 TAPCON ' 1/4'a TAPCON 1 "..114.0 TAPCON - i ._\ .I 1/4``�f TAPCON <br />`""I :.. ANCHOR O 9' O.C. j _. -A IGR O 9' O.C, ANCHOR O 9" O.C. -1=01; @ 9* OF, <br />i k. <br />i I . ' \ <br />. Z 2 I - <br />I 0 7� <br />t <br />.') ,:-, ). ij2 I ION]. i '; ! I; IL. T12' 11/4' , d a Ii1 if2' 1 t1/4` ,1 ill- if+ <br />MAC.--._ WnX___-- <br />__-_ i -'- ___.__. ,- <br />-j : __.. - <br />,: - ___.---.__.) .. I i)', <br />* z' <br />1'): Min. `_., Ir I ! - „-' ' i MF I ,4 I .!I, ' 4!l I :.i Air. -•. 'I <br />I ' t 01, <br />11"A", <br />t ""'"'t 1L I ( ' I w�� f _ T , - <br />L[ 9 I (.! rs +..,.i I C. L fi R. L 1 „ ') r E r n L-i 4., ) _. <br />11 f 6 IMro-m..t" it i "-.''. 9 I V4'r.,swT• <br />R I 4 •r t- ( SS 6a.Is w R ! :, B .' i P 3.5 I09s5 w <br />IB I , tf+'r-xor#' i. TYRE _ a , .I... .. AT LA ' tt I if4'l-44+T'II'I. <br />t ,' i }S w :, h ,d''.: 4­ <br />EiSF3THf i ((. - I 1. H04TH IF -: 9 I GLASS <br />+''- - ' - 3 ' B6 / _ I 1LI�i peiR Y-5`1 _ B , . $ ( " Hi I lE1XA,s 9Ad Y-W') GLA45 II • - I ...: i <br />It :. EATEhCI&S5 ! A1 4T EXL.TN?Q, `.^ :'1 GL,65S n yr^ .- ALA.KRm>O EtISTR�" it 1 <br />9 1y 1 ,p i M I H L` MAX. !1 1 )3` B 1 'L' MAX. <br />1 ..._ _..__ .___t_. A -a PAN - I( 1___.S f _ d _ __- -1__ T _ _T..- ..-. I'L. MPH.e:-•, ., r. ._... .. ....__T_.._. B FY LENGTH I I _..__ L °` N.c P ....____.I(1. ...- -1 c.,__..-f S, PANEL LEMON <br />f§ i} 7 (SE ELEVATION $$ ..( I (SEE ELEVATION <br />4 <br />L 1 t q <br />it Z, i ,PANEL. LENGTH �` ON SKEET 1 I. I $ PANEL LENGTH 6 1 t <br />2 ON SHEET 2 <br />B f ) <br />. _.____ _-1_-__I I(SEE ELEVATION ¢ ,- - T.... a ___ _._. ,A� -- OTk SHEET <br />U _ _ ,.__. <br />iA11 -r--__-I - ON SHEET ,2) R I I Q - T S., 7Y 1 <br />ti I iE'--. _7A _... `" L _.,1 B i' Mfn, I- 0) �' <br />i, i' Mtn. _-r- 9---S,P.1N;b. _.." I n, ! Rn a/__.._.. T _$ T <br />,-91PA'RA,- -1 1 (� 9 1' � .. .. I �.. { 1 R TO GLASS. i <br />t € (- � , t �iTOGLASS.1 L/2 R--SEPARATION-. : fff CI,` B I p .,-�-' q 1" Min. _! i -�* $ <br />`­1 <br />i l�r 5 76 GLASS 5° IT+I I I 4 L/2 : TO GLASS. I t _ ) 6 <br />At 1 r - v ...�.� i $ <br />i 1 <br />e txl - '.u1 - <br />1 E{ •I <br />/d' I /T <br />N .. - -. .._ -a <br />Li}y I IEC. ! I £t1 ') +i /1- e71 ma. 4• EA f <br />- t "1 PA as I <br />K435 W 2"< <br />. I41 R i <br />a c / is <br />' I ... 4') i ._. (,4, $'xi" WOOD ;, - - <br />- - 5! 11Ex -. : Ms <br />' - J PLATE ._.... , . 1 " I 1s I <br />x i oc <br />REiXI1- t <br />; . , ..* 1, APC 1. _..r '. .. , ,.-_j . AP00N 2`44." WOOD- I' <br />+4'0 T ON ,` i'4`P TAPCON f +`W T <br />_'T - ANCHOR O 9" O.C. '�.j "� {'� ANCHOR a 9' O.C. � . � C.Q. O 9` O.C. PLAT£. � ._.v4'A TAPOON <br />k ., ` ' ';`. ) S:TAOGERED W! STUD STAOGERf.O Wf STUD t'. 1tEOUiPO !.; <br />I <br />7 ANCHOR O @ " O.C.. <br />6 1 1 ..�4' WOOD ` L i' PLATE WOOD ( .. <br />'...%.�__. .., z_ -1 .. .• .. REWIRED _ _ _ _ -...¢. - '.' REWIRED <br />,7t . - .''- . .'. 1,II <br />Lg SERNATIYE R-UAW ALTERNAT$VE R-1BW 2t AL N TIVE R-29W <br />$ GULAR PANELS 0 W ME ETY PANEL � �t�$)R PANELS � SAEM PANEL <br />WALL MOUNTINGS ow"INM", WALL MOUNTINGS <br />SCALE 3/8a1- A,Trl 'fl^"h�L SCALE 3/8-,' <br />a y�? '. LENS - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone) <br />44 j g7 s £7#5w tKt�a P 24 GAGE GALVANIZED STEEL STORM PANEL, <br />T y z 7 B., <br />1 I EST ION ARE ONLY VALID FOR 0. DESIGN <br />h ALLA- Y 0 A S. DE N ' <br />PRESSURE RATINGS {P.s,t) AND PANEL LENGTHS AS '* * '*' _ _ N��fta2a <br />PER ELEVATION ON SHEET 12 I .4',. STATE C ' �I. E GLOBAL PROTECTION PRODUCTS, LLC. DATE <br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD .�'t *. F.. '- TEPINo A, e. towNin, aIfOB Ill !I STREET <br />MEMBERS TO 6E SOUTHERN PINE Na 2 W SPECIFIC "f icz..• lOR)ET J `y`..A./,.d/"o<•7 - swA ce. sk an !Twat a.m . w n'". twx. n.. sis,+ _ <br />/ r}... �', sus: DAN.I-.,-..ITT L�a7 Tt-1S5. F1IW(F- (45ABa;e 75,6. FAA, (93(lEd4"67&J a4 1%"J <br />DENSITY of 0.55 OR EQUAL. 3b4�/ _.._- +..tt_AOO8714 'Y �,�A OSA'FWR/QAx, .Y: Ta f4.WeAM btR I0.kr OaaPa,4- .aa O. dMR ICI lm-. <br />HIklMN H ATM" WALTER A TAW ,, P,E. . :... <br />-..�._._,.-.,_...._ 44t A $HEeT T9 W ICI <br />F--- .. . IONS INTO CONCRETE A CONCREIE BLOCK STRUCTURES <br />I <br />(VAUD ONLY FOR PANEL(( INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) <br />MAX. A.SD, <br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW <br />APPi-'CABLE <br />1MXiMUM <br />MAX AS,D. <br />IMMMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE BELOW <br />APPLIGBLE <br />TO SECIOH <br />MA%'MUM <br />DESIGN <br />PRESSURE <br />- <br />& A <br />- PANEL <br />LENGTH <br />DESIGN <br />PRESSURE <br />PANEL <br />lE1HGitY <br />Y` <br />TAPCaN <br />SUi.iD-SET <br />- <br />PANELM,4TE <br />FE44M,E 10 <br />PANt1MAT8 <br />PLUS <br />LWAC-1'bUi.iM <br />CALK^iN <br />TMCDk <br />SHERD -SET <br />PAMALE ID <br />EEy1pyE w <br />PANEL S <br />PLUS <br />- ` <br />- -8L <br />x <br />RATINGTo <br />(R.N.T) <br />L <br />(ILI <br />RP nkc <br />IA.,) <br />m <br />fBLOCKbN iE, roe <br />00110EETml� <br />TO <br />CoAcArm <br />IQ <br />TO <br />10T, <br />COTo <br />AcATE iSAr&ih <br />er SEW <br />m <br />iSi ),•#ftK�#kii <br />TO <br />10 <br />.CONCH ECa� <br />Wi CUE <br />CONCRETE <br />� <br />t_3'_ <br />tt' <br />73' 73` <br />;3` j _.13` <br />13` <br />13' <br />13' <br />,2` <br />13' to• <br />i (FOP} <br />13' { _ <br />ItD t/2' <br />13 <br />.8 1/2' <br />1}' <br />6 If2° <br />7 1,r2 <br />S J2' <br />13 j+ /2 <br />(w) <br />-73` <br />I1' <br />13" EELS' <br />-1.3' fig" <br />13` <br />t}' <br />13' <br />7T`- <br />tr ta' <br />t (BOTTOM) <br />,3' to ,/r <br />_43` <br />I3' /r <br />13' <br />9' <br />_ <br />13' <br />9' _ <br />1O' <br />]if2" <br />t3' i 6' <br />t (BOTTOM) <br />1 � <br />J <br />_ <br />_ 11 <br />_ <br />1 T3• <br />3 <br />tr'� 73' <br />t3 <br />7r <br />I <br />1 ' <br />$ <br />I <br />13' B <br />2 (iOPA <br />7 <br />13 S' <br />_: <br />^ 11 <br />t II tf2 <br />3 <br />t 3' <br />16 <br />�8 2 <br />/ <br />IS` <br />_ <br />i <br />J a <br />] ] 2` <br />J <br />S t 2' <br />J <br />7 4 t 2` <br />3 / <br />2 P OP ) <br />_ - <br />t 3 <br />13' I <br />11 <br />11" <br />1 -`'` <br />3 3' <br />i' t3' <br />i� <br />1r Ta <br />- <br />t.' 1 Sr <br />3 <br />13" <br />} <br />IS' <br />1 <br />73• <br />v <br />T <br />,2' <br />' <br />73' 7D' <br />2 9OSTON <br />+•. (TOP)- <br />13 ] <br />i3' J' <br />73' 1r <br />73" i t3` <br />Tr <br />3 <br />9 / <br />9 �'a' <br />J <br />-^ <br />/ <br />1 T' <br />/ <br />ID T l2 <br />7 t $` <br />6 7 2' <br />/ <br />�- <br />2 O <br />_ (BQn i <br />t <br />3 t!P <br />_ <br />B` <br />�_ <br />8" <br />ii <br />121 '1? <br />_x 2 <br />/ J <br />11 <br />8" B" <br />t #* <br />B 61 4't.212 <br />f J <br />8' 8" <br />pij <br />J <br />B' <br />� <br />1 21.?'.� <br />/ <br />< <br />- <br />6# 4: a J X <br />/ <br />9' s7 2 <br />(BEN 3 <br />3 f1'66't <br />4� P <br />TTO <br />s s <br />q R <br />- <br />" <br />7T- <br />+ } <br />f i 1 <br />f j <br />a' S t f2 <br />,r <br />B t# <br />/ <br />7' <br />6 7 4 <br />f <br />3 7 f 2 <br />1 • <br />T _2 <br />/ <br />ue <br />6 t 4 <br />4 <br />_ 9 <br /># a <br />f <br />3 <br />8 9 4 .6 T h''3 <br />6 1 t <br />f. 2 a J2 <br />M <br />+ ..�._ <br />TOPT0 <br />(TOP. } <br />yy�P <br />8 <br />t 3 " <br />-- <br />I tt <br />B <br />t3" 13 <br />_ i <br />B <br />3 F3 <br />B <br />4 3 <br />8 <br />, 3 <br />B <br />i1 <br />12 <br />3 10' <br />` <br />A <br />s {TDFI <br />_ <br />t , 3 <br />3 _1 <br />_*.. __..7 <br />s 1 - <br />�' <br />i t3 <br />a <br />�.vi.� <br />1 <br />q <br />I 13" <br />_ <br />9` <br />5}' <br />9' <br />, <br />5 z <br />B <br />J <br />` <br />7" - <br />_ <br />4 n <br />{qb DM } <br />.: w. _-_. <br />5 BCirrOM ) <br />13 <br />` <br />Y <br />" <br />r <br />3 ➢3 <br />13 1 <br />« <br />1 <br />� <br />1 <br />q" <br />5 TOOPTOM� <br />i 3 <br />13' l } <br />t. <br />t' L1O 2 <br />5$ <br />3 <br />' <br />i / $ <br />b i 2 <br />l3 <br />lr <br />Ile <br />s a <br />J <br />B ! 2" <br />1 0 1 a <br />J <br />] 4 Y)5 <br />7 1 I2 <br />i ?' <br />I <br />i 8 <br />3 <br />4 t 2' <br />13 J <br />( <br />b ET ) <br />" r <br />13 74 <br />6 if4' 6 ,j4 <br />`sib% <br />6 {80TT`:). <br />t 3 <br />- <br />I 1 1 <br />73` 13' <br />j <br />b I + ]$ , .4 <br />/ I <br />t3 t3' <br />6 1I4 '6 Ill <br />f <br />t„" <br />1 3 <br />- <br />1 1 <br />- <br />t 2 <br />- <br />1.75. -75 <br />t.' <br />' <br />6 1/4- 6.1/4 <br />13 _-.____._ <br />6 1/4 <br />I6 1/4" <br />.- <br />6 1/4'6.1/4` <br />_ <br />_. - _t <br />'_' <br />_ <br />6 ,J`4" S M1f4 <br />8 (@GEED'") <br />3+G5, -55' <br />TO <br />+'s. -75 <br />TO <br />+11&-ttg6 <br />13" <br />!�1 <br />`-..i._.�_. <br />7 )/2_ <br />I7 , r <br />/ <br />Ir 13" , <br />13' 13' <br />t3' '� iG'. <br />fir tO f2 '�'1-� <br />I <br />t3' <br />t1 <br />�- <br />I 1p"_ <br />10 1/2 <br />" <br />, 1 2" <br />i / <br />8" <br />8° <br />,3_ 36 If?" <br />I3F - 7- <br />-t 16 <br />1.-(i ') - <br />7 BOTTOM <br />( ) <br />13• 5' <br />13' 6 1!2' <br />_+-___ <br />_ I,Y` 10 i/2_" <br />11' 11' <br />�_ L __ <br />Ir <br />7S'�- <br />__-__ <br />6 I <br />9' <br />13^ <br />13` _ <br />_ <br />-1 '- <br />6 1/2' <br />9` <br />7 lfi`t,_ <br />IQ` <br />5 if2' <br />] i fa <br />�S• + 1 2• <br />3- <br />13` 1 fi' <br />5 ' <br />P (TOP) <br />1 (90TTI}M) <br />1�' <br />3 <br />'71 Y <br />7 ,/2' <br />, ' <br />71" I 3 <br />_ <br />13' ,.. i}' <br />�� ' <br />t i O <br />- <br />13' ib tf2' <br />�5 <br />13' <br />I IQ' <br />_ _ <br />11D 7/2 <br />; ` <br />_ 1 <br />17 Ij2'1 <br />e" <br />8' <br />' 1 ?` <br />3 I <br />___ir <br />_1r�1 _T` <br />a Tes <br />t ) <br />T (RO OM) <br />1 5' <br />_ <br />_ _ <br />_ 1 }j--�71 <br />1' f O JX <br />3 f <br />11. _ 3 <br />t' <br />1 _ <br />�s <br />__� <br />6 T <br />t <br />1 2" <br />/ <br />¢�{{{-9�` <br />J <br />_ <br />6 1 2 <br />J <br />t- 2' <br />+9 <br />J 2 <br />t "�t�' <br />tq 2 <br />15 2 <br />J <br />] a <br />! / <br />i 3 # 5 J <br />t <br />, ` , 8 2 <br />) <br />R_ <br />2 BOnOM <br />I.----- <br />_t3•_. <br />i "-"� <br />J <br />7 1 2 <br />L / <br />,r I3` <br />--''' <br />,3 IV ,p2 <br />ij4''8 <br />-- <br />�3" <br />' <br />`So /1 <br />i%4= <br />1 1 112*1 <br />_ -ft-. <br />8* <br />i--�--- <br />13' 7' <br />a t/4 if4" <br />(T ) <br />LIT-) SW <br />3 (%ETD Jt <br />>5'-6' <br />TO <br />5Ti 7' <br />- ---i"- -- <br />- <br />tS tj' <br />2 l 2`tt2 P 2" <br />J ! <br />73` <br />_ <br />¢ 1 4` <br />f <br />9 1/2' <br />6 7 4. <br />J <br />13' <br />_ <br />12 1 2` <br />J <br />_ 1/2' <br />6 1 l` <br />/ <br />70 tf2"i7 <br />—�i <br />- <br />t/2* <br />- <br />i3' 6' <br />fi , +"I6 1/4" <br />f <br />1 (TOP) <br />__ <br />3 (BOTTOM) <br />SEES• <br />10 <br />- <br />T 1/--2'i3 <br />I - <br />1/2- <br />12 1/2"12 1/2' <br />- r <br />6 i/4 <br />7 ,/ b` <br />12 1f21R <br />B• <br />IS 1/2" <br />5' <br />i3 +/2 <br />.$ <br />7' r <br />4 (T ')_ <br />8'-O' <br />-_1 — <br />7• <br />. <br />B• 15 1/2' <br />7' <br />_ <br />3 1/2' <br />8• <br />4` <br />4 112E <br />_ <br />35 <br />^- <br />+ <br />5 1/2 2 7/2' <br />4 (TOP) <br />Y-5• <br />'B:'�-. <br />--{-7 <br />_ <br />"$," -i <br />_ <br />B` <br />-_ <br />B. "-*. <br />_ <br />8' --{'--- - <br />+ (RL7TTOAO <br />—T y` <br />_.. .. <br />i b l j_a''r - _ <br />`' <br />8' <br />-L-9' <br />- <br />®' <br />_ <br />55_ <br />r i - <br />4 (BOTTOM) <br />13- <br />_..__ <br />1 ` <br />I 12 <br />�- <br />* 1 - <br />13 13y <br />-.-_,_.-,_-. ig' <br />40� <br />71 I <br />t3° <br />, `-!1110 <br />3 <br />t 2 <br />f J <br />11 1 2" <br />/ <br />8' <br />1r.. I- Y <br />5�7` <br />+ Crop) <br />i1' fi---l/---5�=itT4k---- <br />13" }-7• <br />13` 13`- <br />j it 73 <br />t3' <br />.-(��= <br />i3` <br />9 If2' <br />13' <br />- <br />13 <br />9' <br />.9 /2 <br />1Q' <br />Q J2 <br />] 5(2' <br />t2 <br />i1' ( 8' <br />1 �. 6" <br />S (TOP) <br />- <br />j7 <br />1 3 <br />t 2' <br />I�.__ <br />t3' <br />iq 1J21 <br />,3' <br />19 1/2'11 <br />_ 1/2" <br />__ <br />a' <br />13` <br />S (3CTTTf <br />- <br />da <br />_ 1,..._ <br />-----:.._ <br />T3_.. <br />1S <br />6 t/2' <br />13" <br />6 -' <br />1/a <br />7 I • <br />i2 <br />_ <br />S t 2 <br />f <br />s7 t ;t <br />t T <br />3 - / <br />_(_ <br />6 OPt3' <br />(T )__ <br />7 1/2' <br />i3'.,_--53:# <br />t3` 1q 1/T <br />t3_� <br />)1A?/2'i7 <br />' 1 <br />1J2 <br />`e'_ <br />13' t 7' <br />8 CTnP) <br />6 1f4',6 1/4 <br />• <br />76 f/4 6 Tf4 <br />- <br />- <br />- <br />¢ Yj4 6. If4 <br />B. {BOIL. <br />- T - <br />b lj4`IB tf4' <br />61f4' <br />6 t/4' <br />- <br />1 _ <br />- <br />- <br />8 1j#",'B if+" <br />i <br />B (8D17'.'T'•, <br />BEE SHEET 11 FAR A3com TYPE & BPAitM1:1 I *wAlU7iONs KID wBAo FORME 9MWpRYfiG, <br />w MMMUAA ANCHOR VIACI M AM U00AW Ent INSTANCE Aft 7NOICKTI.8 ON T`dS $CHEDDLL FOR kn. <br />LESS THAN iNDK:ATfA ON Eata LE RE4'UC& AND OR SPACWG BY AU LTIPLYNIC SAACRAo SHOWN ON <br />SCAll BY THE Fo LLNANA] FACTORS. TOR THIS ORERACEN, TO BE POSSIBLE. REDUCED SPACING <br />ORTMASO MIN. FACM SMALL W K LESS TINN MWMWIM SPACING tN ICAIM FOR E004 ANCHOR IWt <br />DN TTS SCHEDULE <br />Ile. <br />#ti`• <br />1 14 : <br />t j 4- • <br />T v. / <br />, 4-. <br />/ <br />ANCHOR TYPE <br />i P <br />�!A-#`! <br />''€ <br />R <br />ZAIMC-IMAM <br />SA'A-W <br />419IMM ANCHOR SPACih•C (R,.) <br />3 <br />S <br />3 <br />3 <br />1 t/r <br />a •li <br />MIRIMUMI €Ore€ <br />OA} <br />3 <br />3 IJr <br />3' <br />s <br />3 ,/S' <br />--- <br />tltsTAN¢IEDI <br />4i� iLIX (eL <br />3 <br />a ,r' <br />3 ,Jx' <br />_-3 t12 <br />3 1/2 <br />A011M. £ODE <br />DISEMNOE ED.) <br />I <br />FACTOR <br />- 7 ,/T _. <br />ass <br />_ - <br />- <br />_ _ <br />- _ <br />_ <br />_ . <br />x V, <br />Pas <br />,,A, <br />_ <br />_ <br />- - <br />J. <br />. <br />. <br />CD` <br />- <br />i' <br />I.Gb <br />_._. <br />9-W <br />_ _ <br />3 1(3' <br />- <br />.aD <br />I,Sb <br />- <br />fAO <br />tb6 <br />SPACINGS ONLY VAUD Will SPACER t5 USED. SEE T #1 FOR MAX. AS.D. <br />r'°• <br />DESIGN LOADS & MAX. PANEL LEICi'HS WHi SPACER Q3 IS USED. <br />TABLE -:#I A <br />A.S.O. DESIGN LOAD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'-8' <br />> 40 PSF TO 50 PSF <br />6'-2" <br />> 50 PSF TO 60 PSF <br />5'-10' <br />a MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ Q5 SPACER AT 12 1/2" O.C. <br />IN5TALLAT(4N <br />DETAILS FOR <br />LIFE SAFETY <br />PANEL ,JD <br />INIQ <br />P9QRED CONCRETE OR CONCRETE <br />BLOCK <br />STRUCTURES <br />1/4.0 TAPCON,-. <br />EXISTING POURED <br />1/4`0 TAPCON- <br />P041REG <br />1/4.0 TAPCON-..-_.__g%{STtNG <br />POURED <br />... <br />ANCHOR C @ OC <br />CONCRETE OR <br />_.E7{fSTING <br />ANCHOR O 9n TIC, I <br />CONCRETE OR <br />ANCHOR 6 9* O.0 <br />CONCRETE OR <br />r <br />CONCRETE BLOCK <br />REQUIRED. <br />€ j-., <br />CONCRETE BLOCK <br />REQUIRED. <br />t $ <br />3� <br />CONCRETE BOCK <br />RF3kJ1RED. <br />1' Min. <br />-SEPARATO <br />TO GLASS. <br />__ <br />1,4%,...,. <br />__ 1l: <br />11/2*��,/4e' <br />EE.D,a <br />I <br />I <br />i <br />8 I.Min. <br />IF--5EPAM. TK <br />) <br />i -3 •w ' <br />,a�5 To cu <br />-- <br />IT f <br />ef TOR <br />__ - <br />1 <br />UT 7 <br />� 1fl4IkT OER r.ct - <br />p <br />i 11 <br />T <br />i "LL' �. <br />$ PANEL LENGTH <br />CH <br />a <br />( SE E ELEVATION <br />it <br />I <br />ON SHEET 12) <br />I <br />8 <br />I <br />It <br />$$ <br />0 <br />4 <br />i <br />f <br />, <br />i <br />{E 1) <br />1 <br />I <br />I0--,jA•4-�T• <br />- w <br />­4 <br />i L <br />1 <br />i" MAY <br />' P I)1 ArtE1 LENG 3 <br />1 SEE ET.EVA7tON <br />( <br />ON ET 12 <br />i <br />SHE <br />{ <br />I I <br />Lj2 I <br />., ... i <br />I <br />l!' <br />f <br />t <br />8` <br />(4 <br />ils,I <br />ED Eb <br />.:xI-41sI 1- `r' <br />S <br />t <br />! W , . 123 12 Ae: <br />J <br />r ii <br />r� <br />OCIII <br />1 1 -.___i ! H t <br />SI+ .._ - , _ _-. <br />I <br />2x _ 4) C" <br />_..)/4'P TAPCON -_1/4". TAPCON <br />ANCHOR O 9" O.C. ANCHOR O 9' GO. <br />EXISIWG POII CONCRETE OR EXISTING POURED CONCRETE OR <br />CONCRETE BLOCK REQUIRED. -.. <;QNCRETF BLOCK REOU'll <br />SECTION R-$A �;(;TiON R-iB <br />-0 REGLlL4R PANELS 0 I,IEE SAFETY PANEL <br />i <br />W MO NT}. INGS <br />SCALE 3/a=1- <br />6'6E SHEETS ,5 & t$ FOR AIN01M <br />ANCHOR THE <br />---4f4{ <br />TYPE & SPACING FIX{ WSTAILATONH YNTB <br />1APABON <br />WOOD "AME SMIUM 1O9 <br />iANIMI ANCHOR $PACINgS AND mil <br />__. :1N1WI7.1. /N401Ca aPAt.T.NG ( <br />- <br />--3 <br />EDGE W'FANCF ARE ,NSIOATCO ON TNT! <br />-NoNeW60 0-,ot 9A) <br />SCHEDULE FOR E.D. LE58 THAN'.. A.TEO <br />ON SOH£QULE REDUCI ANCHOR SPACINB <br />—it'.) P^-^'�^ - <br />4nea•G > ' LMi <br />•.- <br />2 <br />A l <br />FYLiOR <br />BY Mik.IOLYkM SPACMD SHOWN a" <br />SCHEP1XL BY 7M€ FOLLowim mcloPS <br />FOR THIS OPERATION M BE POSSIBLE. <br />, ./2- <br />ILIA, <br />RTEDLcm °1Piw* OBTAINED USING <br />-1 -- <br />_ -_ <br />T /1' <br />-__ _ <br />Bet <br />?ACTOR III Nor BE DES@ THAN <br />_._.._ __.__._ - _ <br />- WIN;- <br />ANCHOR SPAP.WN ,Nq sci FOR EACH <br />#4NCI±SIR TYPE ON iNtS Bc31EquLL <br />y <br />_... _. _.__., <br />71_ <br />__._ __ <br />3 +/1' <br />- <br />Hur'ricons <br />1/4.0 TAPCON EXTS11 G POURED <br />ANCHOR 0 9 OC CONCRETE OR <br />i CONCRETE BLOCK <br />111 <br />`` REiIUWE,3. <br />_'Ill _ <br />,.I ...[ <br />i t <br />i;: f,fn": <br />i 1 <br />I q� <br />R 1 wmq <br />1 <br />n <br />n <br />EXISTING @ <br />i E <br />r s. aasrs w fig <br />R- s£PARLASS. <br />Ex-Ttds"vl o ctass. <br />r <br />GLASS 1A55 IT <br />7 <br />T _ '.. is. aaTs w <br />_••11 <br />GLASS €_ s <br />u a aMizJP <br />- <br />- u FA oAEm <br />II _.. f <br />,;d4 t <br />i- iii L�r6 -i; Y <br />i E -�1 <br />It z';, <br />E <br />I <br />Il <br />II <br />II F <br />- <br />I 1' <br />N i <br />AIAX. H <br />4 i <br />T 'L" MAX. <br />K <br />Y _ 3 s._ <br />T' <br />'PANEL LENGIN B <br />a <br />I S ELEVATION <br />T (SEE ELEV 1 <br />`- <br />ON SHEET a <br />I <br />¢- <br />- PANEL LENGTH <br />A <br />$ (SEE ELEVATION <br />gg ON 5 t 2) <br />I Min <br />li"-SEPARATION -i <br />I <br />IT 3 <br />-t WELT <br />T_. _. _I t <br />11 TO GLASS. $ <br />1 R <br />l., _ _--- <br />1 -A <br />� <br />it <br />IN <br />/ 1 <br />A l <br />1) <br />r <br />! <br />t a <br />I <br />t <br />1 t <br />7 4 <br />c <br />6' <br />E.O. <br />6 <br />I <br />EA . <br />1 <br />­11J' <br />er <br />E <br />'I'll, <br />3 <br />F <br />r% <br />H <br />t <br />{ p <br />i <br />t <br />9 <br />I - <br />a s 4 <br />I d <br />4 <br />de <br />-,W/4, <br />FflR <br />8/.5 X+IEAn s. <br />SCAT! W <br />EQ <br />•- <br />-.5 Nd' vn Ms. <br />A6. <br />Sol w64,�4' <br />. Ix t/x O.0 <br />. Ia ,,, a.t. <br />_-/.'P TAPCON <br />, !/4'\3 <br />-- <br />TAPCON <br />AHR a 9' O-C. <br />ANCHOR <br />O 9' 0 C. <br />EXTTDNG POURED CONCRETE OR <br />EXISTING POURED CONCRETE OR <br />_ <br />-CONCRETE <br />2ECTIQN R-2A <br />O EGULAR PANELS <br />BLOCK REQURiED. <br />--__CONCRETE BLOCK R "LED. <br />CTIQN R-! <br />O LIFE SAFETY <br />WA1.1 <br />q I'llNel,"," <br />mommBNGS <br />54"ALE 3%8-1- <br />-&EL <br />1 'NaIl ,. <br />NO. 44167 <br />STATE OF <br />Pl: SLV./DaNA,UAnio' E <br />.Mo 7Kn=. INC. <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />TP. <br />y,IN04 IN, <br />�(; O <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />wDATI d <br />INC. <br />am 6W. 51 StRAT <br />SAW_ 1 =14 <br />ii . iNOWEEMNO CO.PANY <br />R b - IW2kN AWoo-L rt SH" <br />0— f pmi N is <br />FIKl (W)fiBB-3a+5. FAY: (BSL -ml <br />24-1 %5 <br />CA-OOOB719 <br />MIAMMO - <br />• <br />all OE IS <br />V.TFR A T A N•., M167 P.EOmit, <br />------- INSTALLATIONRO I SAFETY �� <br />r------- <br />INTO WOOD STRUCTURES <br />- . ,__ <br />WOOD MFAQER WOOD HEADER <br />REQUIRED _ . REQUI RED <br />II <br />} <br />! - i 4'o TAPCON - 1 4's iAPCON <br />. 9. O.C. '-_-. N HOUR 6 9' D.C. <br />II <br />1 tv <br />I i <; -42) <br />- <br />t t <br />e , <br />:. If2" ,1/4".e , , ,/2" i t a' <br />_ / <br />• `.MEW I MAx <br />f "< _..-_ - <br />IY <br />;' ' .___ 1 . __._ - _____ . 1 <br />z, <br />I <br />I <br />4%, 161 <br />I �.. 11 1 4l I <br />B <br />it I a. I I/A'.-TKA," , <br />FX15T7 I 5 49�-3W1 .- «, i q s en / µ M q(j <br />GLa55 R - E ". 6s eats w t 71 7 <br />Ai FA <br />i G'AASSi�"ii <br />:.::, _:. fu& Im Fw4T. ! <br />71 taR;tti BACK 7 i <br />I -Art flqq <br />I II 1 8 a '' ! - _I 1 "L" MAX. <br />it ::__ ..- T _ ¢. PANEL LERGI <br />N _. _ -. f PANL MAX IL <br />11 41-�/I :. (SEE ELE'VA- R i {SEE ELEVATiQN <br />1i i j¢ ON SHEET 12) <br />1 <br />_._...+ _ ._". _-.-.-�,:.... - ON $HEST 12) R __ -I <br />::: <br />- it I <br />A 3 1 I <br />EI I. Mtn I _- th-*._._ f ..._3 <br />jEI tiq, --SE PARiT115E1__--Tt i (. 0 (i ,' LGn I , I <br />'N 1 <br />'fir <br />j Il CLASS. 1 J IF-- SEPARATION -- i i , <br />I t I 11 * I <br />a g1A55. <br />I (.. I 6. <br />1 <br />I 11 I <br />I f t 2 aG . 2 OC <br />Y yq 4 i� I <br />1 f F ,C <br />t -Iff ' M1 �» <br />2' 4` MOOD I" 2'sd' W000 ; K ;,. <br />j3{ Ir <br />f <br />., . <br />PLATE I' PLATE <br />REQUIRED RE RE '(( <br />- , 4.0. PANELMA P.. REQUIRED `I <br />'i TF. LUS i i"P P. FiMA1f PLUS <br />)I.* <br />*:i ' i ,._.. -' ANCHOR O 12 1/2" O.C. - '�•-:...-MICHOR A 12 1/2` 4.C. <br />ALTERNAT$VE R-SAW ALTERNATiYE R-3BW <br />1111 d REGULAR PANELS i9 l�F� 'SAFETY PANE <br />1,s, INI' <br />�AOUNTIFIGS �P1�R A, i!(1%1�,N <br />ISCALE <br />3/ill "kWALL <br />--.- LAG NS�c ,. <br />NG• 44167 : = FLORIDA BUILDING CODE (Non High Velocity Hurrkone Zone) <br />-'*' - NNNC T! <br />- . <br />24 GAG GALVANIZED STEEL STORM PANEL <br />I a` E GAL ZED er' <br />4'• STATE D� <br />IiNSrALLATI4N ARE ONLY YALIO FOR MAX. A.S,D. /; 44�i„' <br />8 ,p ••. <br />.S % O ✓ DT a <br />f r"+ � F /TT/3O1 <br />P TN Dc IGN PRESSURE RATINGS .s.f AND AREL <br />(P ) C t dR T _ / ! (, Ir (" O NNa GLOBAL PROTECTION PRODUCTS. LLC. DATE. <br />LENGTHS AS PER ELEVATION ON SHEET 12" FD -'-" e - <br />2, FOR NEW` WOOD FRAME CONSTRUCTIONS WOOD '*AAA SIGN Al. 4•� Nr"a.u" Ciiluae. <br />/'-t,."".wt:}A•L�� 2G-175 <br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC IiINNHIMUIMI' 7: ? ,,,. , OoN n, I NI-In3r Pwwc t.64A�--7sns. ,-, (IINNA% R ;n <br />DEWS41Y OF 0.55 OR EQUAL a '-cA-nm/l7r6L a.,.". 4A, �'•. DIR,mNc No- <br />PL- S'E".JSItNMt1/tl7F',N.ATE *.TER A. 17LLR Je,. P-E ". I-M, M .•••.-•_.•-,•-,- <br />—� ---- I . f—owma I!4mw-­. - <br />-.­10 <br />a) <br />a) <br />U) <br />N <br />m <br />N <br />, <br />-1i <br />C.7 <br />N <br />a) <br />O <br />0_ <br />C <br />O <br />.� <br />O <br />C <br />.a <br />M <br />U <br />-0 <br />N <br />10- <br />Cn <br />N <br />C <br />O <br />= <br />C <br />O0 <br />O <br />E. <br />0 <br />3: <br />�V <br />0 <br />O <br />= <br />— <br />w <br />-9 <br />4- <br />a <br />♦V <br />> <br />Cn <br />V <br />I <br />L. <br />W <br />f <br />LIl­ <br />.- <br />-+-A <br />cn <br />CDL <br />Q <br />Cn <br />�A`/ <br />L.(W <br />(3) <br />(cD- <br />V ) <br />> <br />0 <br />L <br />U) <br />CL <br />CD <br />V <br />=3 <br />m <br />O <br />OL- <br />U(2)�/� <br />■ � <br />L. <br />U) <br />co <br />L. <br />W <br />LU <br />Q <br />z <br />z <br />Q <br />J <br />d <br />T-L---,Ilhl� 3-I 1 -- —) ---- <br />- - -- - - - - - I I .: L.I I ,- ,II II I I`:ull .I 1h-..,f,l , ,--i;:.AldI I --- III <br />-r - <br />SHEET NO. <br />SH 1.4 <br />